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20-22743
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20-22743
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Last modified
6/15/2021 2:03:44 PM
Creation date
5/20/2021 11:55:12 AM
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
20-22743
Building Department - Name
KNUPP,HAROLD G & KLUG,LISA LEE
Address
7852 KAY MARIE AVE LOT 311
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.Installation Instructions: Attachment Details <br /> Table 1:Allowable Pressures 1.2 <br /> Allowable Pressure' (psf}Additional Product Typical -' ,2 <br /> Product Name Names Profile Thickness Nails 3 Staples' <br /> (in.) <br /> 16"oc 12"oc 8"oc Is"OC 8"oc <br /> 69 <br /> Pro Pride DL4.5 0.038 76 144 794 160 <br /> D5 49 psf,12"oc into OSB — <br /> DuraSpan Prospan Premium sheathing <br /> (vertical application) Pioneer T4 0.040 37 psf, 12"oc Into OSB — <br /> sheathing <br /> Fairfield Alpine Ridge or D4,DL4 0044 120 — 170 78 <br /> . <br /> RidgeviewD5,DL5 59 — 122 59 <br /> Select Series Beaded <br /> Lexington Series 0.044 74 — — — <br /> Beaded Siding 6.5 <br /> Select Series Board Lexington Series Board and 0.048 50 — — 45 <br /> and Batten Board and Batten Batten <br /> Spiegel Grove or D4,DI-4, 108 <br /> Harbour Crest Addison Heights or DL4.5,D5, 0.040 74 — 174 1654 <br /> Sawmill DI-5,T3.33 <br /> D4,OL4 120 — 170 <br /> 78 — <br /> Oak Harbor Bristol Bay or 0.042 <br /> Town Square DL4.5,D5, 59 — 122 59 <br /> DL5 <br /> Timbermill Log Cabin <br /> Cabin Panel Board 0.042 100 — — — <br /> (S6.5) <br /> D4 100 — — — <br /> Timbermill 0.042 — <br /> S7 . 72 — 132 — <br /> Timbermill DS 0.042 57 psf,10"oc into OSB <br /> (vertical application) sheathing -I <br /> I Allowable pressure determined In accordance with ASTM D3679-1 1. Accordingly,allowable test pressures were calculated using the following equation: <br /> D, =P,/(0.36 x 1.5),where Pt Is the average static test pressure. <br /> 2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified connectors in <br /> the structural framing must be designed In accordance with accepted engineering practice by a registered design professional. <br /> 3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of Installation. <br /> 4 Second value is for Double Stapled at 16'oc. <br /> ,%%' j 7' <br /> C. ....... <br /> C E iV S. 00, NTA,Inc.,305 N Oakland Ave <br /> .0 Nappanee,Indiana 46550 <br /> Engineering COA No.8463 <br /> No 63511 These documents are applicable only to the elements and touring afteda <br /> specifically provided"In.These dwrnoft shag not Do construed In my <br /> to spedly,."or ftaign my napect.of Me Wft sontontaifted <br /> • herein.Spotified design criteria are basedalalyw Information provided by <br /> the clierd and must be verified and approved by the local authaft having <br /> jurisdiction.MA in.1e not reposlble forlabnemion werection,dais <br /> 416 suspected that th.e documents have been modified,substituted or allared <br /> S; E OF <br /> 10109117 <br /> a* <br /> .-* <br /> e, <br /> "";,i10NAL <br />
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